Please use this identifier to cite or link to this item: http://hdl.handle.net/10603/338071
Title: Effect of geological characteristics of coarse aggregates on properties of concrete
Researcher: Vishalakshi K P
Guide(s): Revathi V
Keywords: Engineering and Technology
Engineering
Engineering Civil
geological characteristics
concrete
University: Anna University
Completed Date: 2020
Abstract: Aggregate is one of the important constituents in concrete and it occupies 60 to 80% of the volume. They provide body to concrete, reduce shrinkage and also affect economy. Further, it is relatively inexpensive than other constituents and usually it has been considered all along as inert filler material. Therefore, required attention was not focused to realize possible influence of aggregates on properties of concrete. Hence, it is very much necessary to understand more about aggregate to produce the concrete with required characteristics. In fact, characteristics of aggregates significantly influences concrete mix proportioning, properties of fresh concrete and also strength, dimensional stability and durability of concrete. Hence, an attempt has been made in the present work to study effect of geological characteristics of aggregates on properties of concrete. Five types of coarse aggregates such as Grey Granite (GG), Anorthosite (AS), Charnockite (CK), Limestone (LS) and Gneiss (GS) were used in this work to study their geological characteristics and their effect on performance of concrete. The geological characteristics of aggregates such as mineralogical composition, proportion of minerals, texture, structural features etc were studied. Subsequently, concrete mixes were made with various types of aggregates to produce M30, M50 and M80 grade of concrete. The concrete specimens were cast and cured over a period of 28 days. The cured specimens were tested for compressive strength, split tensile strength, flexural strength, modulus of elasticity and impact strength and fracture energy, rupture probability of coarse aggregate RPCA and also structural behavior of concrete newline
Pagination: xvii, 138p
URI: http://hdl.handle.net/10603/338071
Appears in Departments:Faculty of Civil Engineering

Files in This Item:
File Description SizeFormat 
01_title.pdfAttached File102.17 kBAdobe PDFView/Open
02_certificates.pdf672.78 kBAdobe PDFView/Open
03_vivaproceedings.pdf1.53 MBAdobe PDFView/Open
04_bonafidecertificate.pdf772.85 kBAdobe PDFView/Open
05_abstracts.pdf86.37 kBAdobe PDFView/Open
06_acknowledgements.pdf889.16 kBAdobe PDFView/Open
07_contents.pdf164.28 kBAdobe PDFView/Open
08_listoftables.pdf84.79 kBAdobe PDFView/Open
09_listoffigures.pdf95.45 kBAdobe PDFView/Open
10_listofabbreviations.pdf91.06 kBAdobe PDFView/Open
11_chapter1.pdf209.02 kBAdobe PDFView/Open
12_chapter2.pdf324.29 kBAdobe PDFView/Open
13_chapter3.pdf640.09 kBAdobe PDFView/Open
14_chapter4.pdf1.63 MBAdobe PDFView/Open
15_conclusion.pdf106.92 kBAdobe PDFView/Open
16_references.pdf216.8 kBAdobe PDFView/Open
17_listofpublications.pdf167.42 kBAdobe PDFView/Open
80_recommendation.pdf72.51 kBAdobe PDFView/Open
Show full item record


Items in Shodhganga are licensed under Creative Commons Licence Attribution-NonCommercial-ShareAlike 4.0 International (CC BY-NC-SA 4.0).

Altmetric Badge: